1. 结果表明,在轴对称变形过程中,随着等效应变的增加,多晶织显现出明显的观各向同性及纵向各向异性。
According to the results, during of the axisymmetry deformation, longitudinal anisotropy and transversal isotropy of polycrystal were obvious with the effective strain increasing.

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2. 在弹性、观各向同性条件下,计算得出了表征土壤-根系复合体应力-应变关系的本方程。
The constitutive equations of the soil-root composite, which express the stress-strain relationship, were derived under the hypothesis of isotropy.

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3. 引入观各向同性弹性本关系模型作为正交各向异性接触模型,实现路面结层间接触状态的数值模拟。
Horizontal isotropic elasticity constitutive relation model is taken as orthotropic interface model and used to simulate the interface between horizons of pavement.

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4. 引入观各向同性弹性本关系模型作为正交各向异性接触模型,实现路面结层间接触状态的数值模拟。
Horizontal isotropic elasticity constitutive relation model is taken as orthotropic interface model and used to simulate the interface between horizons of pavement.

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